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Bi‐directional coupled tuned mass dampers for the seismic response control of two‐way asymmetric‐plan buildings

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TLDR
In this paper, a bi-directional coupled tuned mass dampers (BiCTMDs) were proposed for the seismic response control of two-way asymmetric-plan buildings subjected to ground motions.
Abstract
This paper proposes bi-directional coupled tuned mass dampers (BiCTMDs) for the seismic response control of two-way asymmetric-plan buildings subjected to bi-directional ground motions. The proposed BiCTMD was developed from the three-degree-of-freedom modal system, which represents the vibration mode of a two-way asymmetric-plan building. The performance of the proposed BiCTMD for the seismic response control of elastic two-way asymmetric-plan buildings was verified by investigating the reductions of the amplitudes of the associated frequency response functions. In addition, the investigation showed that the proposed BiCTMD is effective in reducing the seismic damage of inelastic asymmetric-plan buildings. Therefore, the BiCTMD is an effective approach for the seismic response control of both elastic and inelastic two-way asymmetric-plan buildings. Copyright © 2010 John Wiley & Sons, Ltd.

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Citations
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Journal ArticleDOI

Research developments in vibration control of structures using passive tuned mass dampers

TL;DR: The review clearly demonstrates that the TMDs have a potential for improving the wind and seismic behaviors of prototype civil structures and shows that the MTMDs and d-MTMDs are relatively more effective and robust, as reported.
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Earthquake induced torsion in buildings:critical review and state of the art

TL;DR: In this paper, the authors present new findings that can explain long lasting controversies in this area and at the same time may raise questions about the adequacy of code provisions based on results from questionable models.
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A variable resonance magnetorheological-fluid-based pendulum tuned mass damper for seismic vibration suppression

TL;DR: In this paper, a pendulum tuned mass damper is used to suppress damaging vibrations in multi-story buildings across a wide frequency spectrum, which maintain their usefulness across a range of frequencies, unlike passive alternatives.
Journal ArticleDOI

Torsional balance of asymmetric structures by means of tuned mass dampers

TL;DR: In this paper, the response of asymmetrical linear and nonlinear structures subjected to unidirectional and bidirectional seismic excitation, equipped with one or two Tuned Mass Dampers (TMDs), was investigated.
Journal ArticleDOI

Optimality criteria based seismic design of multiple tuned-mass-dampers for the control of 3D irregular buildings

TL;DR: In this paper, the A/R procedure is modified based on formal optimality criteria, making it more cost efficient, as well as more computationally efficient, for irregular structures that are found more vulnerable than their symmetric counterparts.
References
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Journal ArticleDOI

Parametric study and simplified design of tuned mass dampers

TL;DR: In this article, the effect of detuning on some of the TMD parameters on the performance is studied using steady-state harmonic excitation analysis and time-history analysis, and the effects of tuning criteria and significance of numerical tuning are also studied.
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Optimum absorber parameters for simple systems

TL;DR: In this article, the effect on the effect of light damping in a damped one degree-of-freedom absorber system on the performance of the main system is studied.
Journal ArticleDOI

Dynamic characteristics of multiple substructures with closely spaced frequencies

TL;DR: In this article, the effects of the substructures on the response of the main structure were investigated in terms of a complicated rational polynomial, and it was found that the multiple substrutures are equivalent to a single viscous damping which is added to the damping of a main structure.
Journal ArticleDOI

Vibration Control Using Multiple Tuned Mass Dampers

TL;DR: In this article, the authors examined multiple tuned mass dampers with natural frequencies distributed over a frequency range and found that multiple TMD's can be more effective and more robust than a single TMD with equal total mass.
Journal ArticleDOI

Optimum tuned-mass dampers for minimizing steady-state response of support-excited and damped systems

TL;DR: In this article, a numerical searching procedure to find the optimum tuning frequency and damping ratio of the tuned-mass damper which can reduce the steady-state response of damped main systems to a minimum level is developed and applied to the two different harmonic excitation sources, support motion of fixed-displacement amplitude and fixed-acceleration amplitude.
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